Rural Development Department Tender
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Costs
EMD
₹ 5,25,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction And Maintenance Under Pmgsy Package No Or-13-364 Dahnipur Block Boundary To Kamalpur Road
Description
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Contact
Tender Id
2019_CERWI_76510_16Bid Award Id
ViewTender No
Tender Online RCK-12/19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Reworking or Rerolling the scarified bituminous surface suitably after supplementing the base materials with quarry dust and compacting finished surface.
6900
187335
27.15
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 etc complete as per direction of Engineer in charge.
300.68
76505
254.44
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 of MoRD by manual means etc complete as per direction of Engineer in charge
20.79
8118
390.48
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of MoRD excluding cost of excavation of earth,dismantling of stone masonry in headwall & protective work etc complete as per direction of Engineer in charge.
75
17910
238.8
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3
601.39
20970
34.87
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge
863.8
24566
28.44
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement as per Technical Specification Clause 301 of MoRD for Rural roads and as per direction of Engineer-in-Charge.
14272.16
2290824
160.51
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Providing Construction of granular sub-base Gr-III by providing well graded material, spereading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Specification clause 401 and as per direction of Engineer in Charge.
1771.59
2890880
1631.8
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by manual means and as per direction of the Engineer-in-Charge.
-
-
-
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Grading No.-II(With Crushable Screening)
743.39
2008691
2702.07
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Grading No.-III (With Crushable Screening)
1181.54
3120151
2640.75
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface & as per direction of the Engineer-in-Charge.
15822.54
463125
29.27
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of the Engineer-in-Charge.
15822.54
161231
10.19
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means i.e., without paver finisher & as per direction of the Engineer-in-Charge. (Cold Mix Bitumen)
15822.54
2238572
141.48
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 as per the direction of the Engineer-in-charge. (Cold Mix Bitumen)
15822.54
754576
47.69
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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge.
15993.06
285156
17.83
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Rigid Pavement
-
-
-
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 of MoRD as per direction of Engineer in Charge.
260.55
9085
34.87
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Providing and filling manually / back filling in foundation trenches with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. for finished item of work as per Clause 305.3.9 & 1101.8 of MORD Technical Specifications etc. complete and as per the direction of the Engineer in charge.
148.89
101526
681.89
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 800 & 900 of MoRD etc. complete as per the direction of the Engineer-in-charge
-
-
-
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a) PCC M15 in foundation
139.26
587015
4215.25
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Construction of Panelled cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. and as per direction of the Engineer-in-charge.
842.39
4356394
5171.47
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Cross Drainage Works
-
-
-
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, disposal upto 50m, dressing of sides and bottom and backfilling with approved excavated material and as per direction of the Engineer-in-Charge.
448.38
121990
272.07
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Providing and laying of Type-B (first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the Engineer-in-Charge.
10.9
9748
894.38
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Plain/reinforced cement concrete in open foundation complete as per drawings & Technical Specification Clauses 802, 803, 1202 & 1203of MORD and as per direction of Engineer-in-Charge
89.99
379330
4215.25
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Plain cement concrete M-15 nominal mix (1:2½:5) in Sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
265.13
1180197
4451.39
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Providing and laying reinforced cement concrete pipe NP3 for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MoRD & as per direction of the Engineer-in-Charge.
-
-
-
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600 mm dia Hume Pipe single row
67.5
178433
2643.46
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1000 mm dia Hume Pipe single row
7.5
90445
12059.38
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Providing and laying reinforced cement concrete R.C.C. grade M-25 including centering, shuttering, compacting by vibrators watering, curing finishing the exposed surface smooth with cost conveyance royalty of all materials etc. complete as per drawing and Techinical Specifications and as per direction of Engineer in Charge.
32.48
200854
6183.94
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Providing HYSD reinforcement for RCC works including bending bindingand placing in position for finished item work as per drawings and Technical Specification and as per direction of Engineer in Charge.
-
-
-
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Sub structure
3.02
18151
6014.29
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Super structure
30.45
186517
6125.38
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Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipes extending through full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing & Technical Specification and as per direction of Engineer-in-Charge.
162
27919
172.34
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Providing and laying boulder apron for bed protection with granite broken stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and Technical Specifications Clause 1301 of MORD and as per direction of the Engineer in charge
40.5
69118
1706.62
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Providing & laying of fiter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600mm withg smaller size towards the soil & bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Techinical Specifications and as per direction of Engineer in Charge.
71.43
153878
2154.25
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Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications including cost convyance taxes of all materials, cost of all labours, T & P required for the work etc.complete and as per direction of the Engineer -in- charge.
36
9213
255.92
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Protection Works
-
-
-
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, disposal upto 50m, dressing of sides and bottom and backfilling with approved excavated material and as per direction of the Engineer-in-Charge.
372.06
101226
272.07
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P.C.C. grade M-15 (1:2.5:5 Nominal mix) in open Foundations complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
317.43
1413004
4451.39
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P.C.C. grade M-15 (1:2.5:5 Nominal mix) in Sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
66.52
280398
4215.25
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Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
138
23782
172.34
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Providing and laying boulder apron for bed protection with granite broken stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and Technical Specifications Clause 1301 of MORD and as per direction of the Engineer in charge
131.31
224096
1706.62
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Road Furnitures
-
-
-
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Providing and fixing typical PMGSY informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enamelled on both sides.Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per Direction of Engineer-in-Charge.
2
19653
9826.69
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Reinforced cement concrete M15 grade Guard stone/ Boundary pillars of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD and as per Direction of Engineer-in-Charge.
60
48015
800.26
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Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge.
-
-
-
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a) 5th Kilometer Stone (precast)
1
3004
3004.94
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b) Ordinary Kilometer Stone (precast)
5
9119
1823.91
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c) 200 Meter Stone (precast)
24
12180
507.5
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Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701. of MoRD as per direction of the Engineer-in-Charge.
-
-
-
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600 mm Equilateral Triangle
24
34798
1449.92
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Providing and fixing of typical PMGSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction of Engineer in Charge.
3
48176
16058.98
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (upto 0.90 square meter size) and as per direction of the Engineer-in-charge.
8
14180
1772.52
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Providing and fixing of typical PMGSY maintenance information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction of Engineer in Charge.
1
16058
16058.98
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TOTAL PART-I
1
24628626
1
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Routine Maintenance after completion of Construction works
-
-
-
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For 1st Year
6
222469
37078.17
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For 2nd Year
6
275178
45863
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For 3rd Year
6
327232
54538.67
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For 4th Year
6
381294
63549
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For 5th Year
6
424321
70720.33
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TOTAL PART-II
1
1630495
1
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